A steel bracket anchored to an external wall is designed towithstand a vertical point load of 10 kN as shown in Fig. Q4(a).There are two anchor bolts spaced at 600 mm centre to centre toarrest thepull-out

and shear mode of failures of the bracket

bolting. Assume a factor of safety of2.0 for both failures,

(i)

Determine the design tension and compressive forcefor the anchor bolts.